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The effect of negative excess pore-water pressure on the stability of excavated slopes

Citation

Ghadrdan, M and Shaghaghi, T and Tolooiyan, A, The effect of negative excess pore-water pressure on the stability of excavated slopes, Geotechnique Letters, 9, (4) pp. 1-35. ISSN 2045-2543 (In Press) [Refereed Article]


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Copyright Statement

Copyright 2019 ICE Publishing

DOI: doi:10.1680/jgele.19.00040

Abstract

The generation of Negative Excess Pore-Water Pressure (NEPWP) due to the excavation of saturated soils under undrained conditions and the following dissipation of this phenomenon over time may result in different short- and long-term slope ­instability. The NEPWP generated due to excavation gradually decreases towards equilibrium or in some cases steady seepage. Hence, total pore-water pressures immediately after the excavation are lower than the ultimate equilibrium values, leading to the reduction of the average effective stresses in the slope and subsequently threatening the stability in the long term. In this research, the stability of three benchmark civil and mining excavations has been studied, considering the effects of generation and dissipation of NEPWP. A series of numerical simulations are conducted to determine the role of in-situ stresses and time in NEPWP dissipation as well as the consequent effects on the stability of the excavated slopes. To conduct a realistic time-dependent transient analysis, a fully-coupled hydro-geomechanical formulation has been employed. Results show that in general, higher removal of stress levels leads to higher NEPWP generation and higher factor of safety values in the short term. Thereafter, the dissipation of NEPWP threatens the long-term stability of the excavation.

Item Details

Item Type:Refereed Article
Keywords:excavation, pore pressures, time dependency
Research Division:Engineering
Research Group:Civil Engineering
Research Field:Civil Geotechnical Engineering
Objective Division:Expanding Knowledge
Objective Group:Expanding Knowledge
Objective Field:Expanding Knowledge in Engineering
UTAS Author:Tolooiyan, A (Dr Ali Tolooiyan)
ID Code:135232
Year Published:In Press
Deposited By:Engineering
Deposited On:2019-10-08
Last Modified:2019-11-14
Downloads:0

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